Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16kN/m, P= 16kN and M = 24kNm, L₁ = 3m, L₂ = 5, L3= 2m and a=35mm. Find, a. If w is spread over L₁ and L2, and P and M are interchanged, determine the midspan EI8 and deflection by moment – area method Y 4a W A/O x 10a L₁ B M −42 →→→★★▬L3→ 7a a

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the
complete solution.
The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16kN/m, P= 16kN
and M = 24kNm, L₁ = 3m, L₂ = 5, L3 = 2m and a=35mm. Find,
a. If w is spread over L₁ and L2, and P and M are interchanged, determine the midspan EI8
and deflection by moment - area method
4a
P
W
A/O
L₁1
B
M
D
+₂ →→★▬L3▬★
-x 10a
7a
a
Transcribed Image Text:Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16kN/m, P= 16kN and M = 24kNm, L₁ = 3m, L₂ = 5, L3 = 2m and a=35mm. Find, a. If w is spread over L₁ and L2, and P and M are interchanged, determine the midspan EI8 and deflection by moment - area method 4a P W A/O L₁1 B M D +₂ →→★▬L3▬★ -x 10a 7a a
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